根据现有规范规定，结合工程实例，本文提出了钢骨转换梁与上部剪力墙共同作用的结构的截面极限承载力的计算方法；

Combining with an engineering instance, basing on the current specifications and a certain construction, the transfer girder structure is analyzed by the method of finite element.

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介绍该工程的基础设计、上部结构设计、外张悬挑设计及不规则结构的抗震设计。

Here is the introduction of foundation design, superstructure design, out-stretching eaves design and anti-seism design of special-shape structure.

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目前，上部结构与地基基础共同作用问题越来越受到工程界的重视。

At present, the question of interaction between superstructure and foundation is paid attention to more and more by project circle.

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